Wave propagation signals in concrete beams under 3-point bending

Description

The DataSet contains the results of the mechanical behaviour of a concrete beams with dimensions 40 x 40 x 160 cm³under the 3-point bending. The beams were made of concrete with the following ingredients: CEM I 42.5R (450 kg/m³), water (177 kg/m³), sand 0-2 (675 kg/m³) and gravel 2-8 (675 kg/m³). The bending test was performed using a Zwick/Roell Z10 universal testing machine (UTM). The parameters of the test were: a preload of 20 N, a constant mid-span displacement increment of 0.05 mm/min. The tests were stopped after 600 s. The distance between supports was 120 mm.

During the bending test, ultrasonic testing (UT) measurements were carried out. Wave propagation signals were registered every 2 s with a sampling frequency of 10 MHz by a digital oscilloscope. The excitation was a five-cycle wave packet with a central frequency of 500 kHz.

The experimental analysis was performed on three beams (denoted as beams #1–#3) made of the same concrete.

The UT files utilize a comma-separated values (.csv) format and contain wave propagation signals of a length of 5 m. In a single file, the time vector (in ms) and the signals from channels A, B, C, D and E (in V) can be found. The UTM file has (.txt) extension and contains the time of the test (in s, 2nd column), force (in N, 3rd column) and displacement of traverse (in mm, 4th column).

Dataset file

dataset_beams_1_2_3.zip

913.5 MB, S3 ETag 679b7c08da4c7ad8d028c962b679444d-2, downloads: 1

The file hash is calculated from the formula
hexmd5(md5(part1)+md5(part2)+...)-{parts_count} where a single part of the file is 512 MB in size.

Example script for calculation:
https://github.com/antespi/s3md5

File details

License:: open in new tab

CC BY

Attribution
File embargo:: 2024-12-31

Details

Year of publication:

2022

Verification date:

2023-02-21

Dataset language:

English

Fields of science:

Civil engineering and transport (Engineering and Technology)
mechanical engineering (Engineering and Technology)

DOI:

10.34808/2ns2-3c46

Funding:

Complex investigations of the development of micro- and macro-cracks in concrete members: experiments and discrete element method modelling

Verified by:

Gdańsk University of Technology

Keywords

References

publication Coda wave interferometry in monitoring the fracture process of concrete beams under bending test

Cite as

Authors

seen 143 times

Search